9187 search results for test
1620000.FHWA
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, . Immediatelyaftercompletionofconstructionoperations,sample and test the prepared soil layer at a testing laboratory qualified under, material changes, the Engineer will require an additional sample. Test results will be averaged for each, of tolerance individual tests to a minimum of 1% organic content and pH values within an extended range, for organic content and pH are obtained. The Engineer reserves the right to take and test additional
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/1620000.fhwa.pdf?sfvrsn=f6aa45a5_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequenc listed in the table below y . The Engineer will perform Verification sampling and tests at a inimum frequency listed in the table below. Bike/Shared Use Path m Test Name Quality Control Verification Verification for Shoulder Only, and Sidewalk Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1600402sl.pdf?sfvrsn=65522798_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp1600402sl.pdf?sfvrsn=bdf00cfe_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp1600402sl.pdf?sfvrsn=d9ba727d_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1600402sl.pdf?sfvrsn=21ad9aa0_4SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified Proctor
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp1600402sl.pdf?sfvrsn=c7dcf2f_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp1600402sl.pdf?sfvrsn=ac093555_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp1600402sl.pdf?sfvrsn=e7f0d2e4_01450601FHWA
: 145-6.2.1.4 Density Testing Requirements: Meet the requirements of 120-10.2.21.4.2 except as modified, will conduct Verification tests to accept all materials and work associated with 145-6.2. SUBARTICLE 145-6.4 is deleted and the following substituted: 145-6.4 Payment for Resolution Tests: Meet, Maximum Density Determination: The Engineer will verify the QC test results in accordance, selects the optional acceptance criteria, the Engineer will verify the QC test results of FM 1-T099
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1450601fhwa.pdf?sfvrsn=35f38b6_1SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-16) SUBARTICLE 160-4.2.4 is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl Verification Verification for Shoulder Only, Shared Use Path and Sidewalk Construction Modified Proctor Maximum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/workbook/sp1600402sl.pdf?sfvrsn=eceb7ee_2SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 160-4.2.4 (Page 199) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp1600402sl.pdf?sfvrsn=ddd76eb4_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 160-4.2.4 (Page 194) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1600402sl.pdf?sfvrsn=cc9adb59_0SP1600402SL
STABILIZING – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 160-4.2.4 (Page 196) is deleted and the following substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder Only, Bike/Shared Use Path and Sidewalk Construction Modified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp1600402sl.pdf?sfvrsn=b765115c_09160201-122origind
laboratory for testing. Provide test results to the SMO. 4. Use the newly blended binder only after, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, . For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing, specification change. The changes are proposed by Wayne Rilko to update language to conform to AASHTO tests and references, and to clarify tack samples from the distributor shall be tested by the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9160201-122origind.pdf?sfvrsn=f2e8bbfe_2SS3300000
not suitable for testing with the Laser Profiler will be tested and accepted with the straightedge, Minimum Process Control Testing Requirements: Perform, as a inimu,thefoll mmng activities at the testing frequencies provided below: Asphalt Plant 1.AsphaltMix:Determine the asphalt binder content, Test one sample per 1000 tons of incoming material (prior ple ut ntractor) for rocessontro that the daily production exceeds 1,000 tons, perform these tests a minimum of two tim per day. Quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3300000.pdf?sfvrsn=5f7888b9_09930000-722impl
white. The yellowness index shall not exceed 12 when tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance, the name of the manufacturer, Name of product, APL number, National Testing Product Evaluation Program (NTPEP) Test Report For flexible post delineators: NTPEP Evaluation of Temporary Traffic, with no delaminating. No post shall split, crack, break, or separate from base. Posts shall be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9930000-722impl.pdf?sfvrsn=6883da0b_24550517DB.FHWA
qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests, drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide, to support miscellaneous structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft prior to placing the concrete. Take samples, as follows: The Engineer will not require tests for pH, viscosity or minimum density when slurry has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4550517db.fhwa.pdf?sfvrsn=2548c680_05480206-724IMPL
of Sections 105 and 120 except as noted within this Section. Have the backfill material tested, independent testing laboratory prior to placement. Submit a certification, signed and sealed, that meets the following electro-chemical test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/5480206-724impl.pdf?sfvrsn=87d1cb36_17840000IMP
:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH:AppraisalofEquipment under Test. 784-1.4.3 Field Testing: Once the MFES has been, - Voltage Tests. 6.TestF:(DAT and Production Testing) High-Temperature Low- Voltage Tests. 7.TestG:Test, and Production Testing) High-Temperature Low-Voltage Tests. 7.TestG:Test Termination (All Tests). 8.TestH, Testing) Low-Temperature Low- Voltage Tests. 4.TestD:(DATandProduction Testing) Low-Temperature High
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/7840000imp.pdf?sfvrsn=ac2dbb79_05230100-122FHWA
and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has, at the crosswalk location. The test installation shall be tested by the manufacturer in accordance, . For products proposed for use in vehicular traffic areas, independent test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/5230100-122fhwa.pdf?sfvrsn=c4388c81_2